BEHAVIOR OF COMPOSITE I-SECTION MODIFIED REACTIVE POWDER CONCRETE BEAMS WITH ULTIMATE TORQUE

المؤلفون

  • Ali Sabah Ahmed Civil Engineering Department, Mustansiriyah University, Baghdad, Iraq مؤلف
  • Redhaab Hamed Saad Civil Engineering Department, Mustansiriyah University, Baghdad, Iraq مؤلف

الكلمات المفتاحية:

Modify Reactive Powder Concrete، ultimate torque، Shear Connector، Composite، solid، opening

الملخص

This paper presents experimental work including the investigation of seven composite modified reactive powder concrete (MRPC) I- beams, 1300mm length, 100mm web width, and 320mm height, with and without opening tested under pure torsion. The first beam was the control beam without steel plate and the second beam was solid with steel plate the five of these beams were cast as composite beams and opened in the web. The main variable was the location, shape, and size of the opening on the web. The experimental results show that the web opening decreases the ultimate torque of composite beams in the range of 17.6% to 30.8% for the tested specimens. As well as, the results show that the used steel plates increase the ultimate torque of composite beams by 7.7%.

 

التنزيلات

Key Dates

منشور

2016-11-01

إصدار

مجلد 20 عدد 6 (2016): Journal of Engineering and Sustainable Development

القسم

Articles

الرخصة

Creative Commons License

هذا العمل مرخص بموجب Creative Commons Attribution 4.0 International License.

The Journal of Engineering and Sustainable Development is an open-access journal that all contents are free of charge. Articles of this journal are licensed under the terms of the Creative Commons Attribution International Public License CC-BY 4.0 (https://creativecommons.org/licenses/by/4.0/legalcode) that licensees are unrestrictly allowed to search, download, share, distribute, print, or link to the full texts of the articles, crawl them for indexing and reproduce any medium of the articles provided that they give the author(s) proper credits (citation). The journal allows the author(s) to retain the copyright of their published article.
Creative Commons-Attribution (BY)

كيفية الاقتباس

BEHAVIOR OF COMPOSITE I-SECTION MODIFIED REACTIVE POWDER CONCRETE BEAMS WITH ULTIMATE TORQUE. (2016). مجلة الهندسة والتنمية المستدامة, 20(6), 55-67. https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/698

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